#*************************************************************************** # MCGEE SURVEYING CONSULTING # PROJECT DATA SHEETS PER NGS # DATUMS: HORIZONTAL- NAD 83; ELEVATIONS- LOCAL TIDAL # ************************** *********************************************** Station List T I D A L B E N C H M A R K S BENCH MARK STAMPING: 1400 B 1980 DESIGNATION: 161 1400 B MONUMENTATION: Tidal Station disk VM#: 16 AGENCY: National Ocean Survey (NOS) PID: SETTING CLASSIFICATION: Concrete foundation The bench mark is a disk set in the SW corner of a 1 m x 5 m (3 ft x 17 ft) concrete foundation supporting a sugar gantry which leads to the Pier 2 transit shed, 29.26 m (96.0 ft) NW of the NW corner of the Pier 2 transit shed, 13.72 m (45.0 ft) NW of the centerline of Waapa Road, 9.45 m (31.0 ft) NE of the telephone pole # D90 at the entrance gate to the Shell Oil Company plant, and 0.46 m (1.5 ft) above the ground. BENCH MARK STAMPING: 1400 C 1983 DESIGNATION: 161 1400 C MONUMENTATION: Tidal Station disk VM#: 17 AGENCY: National Ocean Survey (NOS) PID: SETTING CLASSIFICATION: Stainless steel rod The bench mark is a disk set 38.71 m (127.0 ft) NW of the sea wall on the Nawiliwili Harbor, 17.37 m (57.0 ft) SW of a yellow fire plug stamped No. 5, 9.30 m (30.5 ft) NW of the center line of the Waapa Road, 0.61 m (2.0 ft) west of telephone pole #6, and 0.30 m (1.0 ft) SW of a standard NGS orange fiberglass witness post. The bench mark is set 9 cm (0.3 ft) above natural grade, crimped to the top of a 9/16-inch stainless steel rod driven to a depth of 4.3 m (14 ft) to refusal, and encased in a 4-inch PVC pipe covered with a threaded PVC pipe cap. T I D A L D A T U M S Tidal datums at NAWILIWILI, NAWILIWILI HARBOR, KAUAI based on: LENGTH OF SERIES: 19 Years TIME PERIOD: January 1983 - December 2001 TIDAL EPOCH: 1983-2001 CONTROL TIDE STATION: Elevations of tidal datums referred to Mean Lower Low Water (MLLW), in METERS: HIGHEST OBSERVED WATER LEVEL (09/11/1992) = 1.519 MEAN HIGHER HIGH WATER (MHHW) = 0.558 MEAN HIGH WATER (MHW) = 0.434 MEAN SEA LEVEL (MSL) = 0.252 MEAN TIDE LEVEL (MTL) = 0.247 MEAN LOW WATER (MLW) = 0.061 MEAN LOWER LOW WATER (MLLW) = 0.000 LOWEST OBSERVED WATER LEVEL (05/24/1967) = -0.331 Bench Mark Elevation Information In METERS above: Stamping or Designation MLLW MSL NO 14 1974 2.458 NO 5 1954 1.557 1400 A 1980 2.410 1400 B 1980 2.360 -0.252 = 2.108 1400 C 1983 1.915 -0.252 = 1.663 1400 F 1991 2.563 WALL 1.856 Note, This Tidal BM was an NGS HARN station established about 1993 and destoyed about 1997. It is shown here because it validates the orthometric elevation published on the NGS Data Sheet for AA3583 and shows consistency with the NGS solution for the geoid. BENCH MARK STAMPING: 1400 D 1983 MONUMENTATION: Tidal Station disk VM#: 18 AGENCY: PID: AA3583 SETTING CLASSIFICATION: Stainless steel rod The bench mark is set in a park at the junction of State Highway 58 and Waapa Road, 68.3 m (224 ft) south of the road leading to the seawall, 51.2 m (168 ft) NW of the navigation range marker located betweeen the two seawalls, 15.85 m (52.0 ft) west of the west edge of the new seawall, and 0.76 m (2.5 ft) NW of a 1.2 m x 1.2 m x 0.6 m (4 ft x 4 ft x 2 ft) high witness post. The bench mark is crimped to the top of a 9/16 inch diameter stainless steel rod driven 4.3 m (14 ft) to refusal, and protected by a 4 inch PVC pipe flush with the natural grade. 1400 D 1983 = 2.200 MLLW - .259 = 1.941 MSL -0.034 (rise in sea level between 1960-78 Tidal Epoch and the 1983-01 Tidal Epoch) = 1.907 m. NGS DS AA3583 circa 1993 shows 1.9 m NGS DATA SHEETS 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. 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. 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. 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. 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' 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. 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. 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. 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.