AH6093 ***********************************************************************
AH6093  DESIGNATION -  BLUE MTN RESET
AH6093  PID         -  AH6093
AH6093  STATE/COUNTY-  WA/CLALLAM
AH6093  USGS QUAD   -  MAIDEN PEAK (1990)
AH6093
AH6093                         *CURRENT SURVEY CONTROL
AH6093  ___________________________________________________________________
AH6093* NAD 83(1991)-  47 57 18.09794(N)    123 15 34.49189(W)     ADJUSTED
AH6093* NAVD 88     -      1832.     (meters)    6010.     (feet)  SCALED
AH6093  ___________________________________________________________________
AH6093  LAPLACE CORR-          -6.76  (seconds)                    DEFLEC99
AH6093  GEOID HEIGHT-         -19.94  (meters)                     GEOID99
AH6093
AH6093  HORZ ORDER  -  SECOND
AH6093
AH6093.The horizontal coordinates were established by classical geodetic methods
AH6093.and adjusted by the National Geodetic Survey in December 1991.
AH6093
AH6093.The orthometric height was scaled from a topographic map.
AH6093
AH6093.The Laplace correction was computed from DEFLEC99 derived deflections.
AH6093
AH6093.The geoid height was determined by GEOID99.
AH6093
AH6093;                    North         East     Units   Scale      Converg.
AH6093;SPC WA N     -   109,037.995   318,822.850   MT  0.99994628 -1 48 23.0
AH6093;UTM  10      - 5,311,334.307   480,619.602   MT  0.99960462 -0 11 34.0
AH6093
AH6093:                Primary Azimuth Mark                     Grid Az
AH6093:SPC WA N     -  HURRICANE RM 2                           282 55 24.6
AH6093:UTM  10      -  HURRICANE RM 2                           281 18 35.6
AH6093
AH6093|---------------------------------------------------------------------|
AH6093| PID    Reference Object                     Distance      Geod. Az  |
AH6093|                                                           dddmmss.s |
AH6093| SY1640 BLUE MTN LOOKOUT HOUSE 1955          28.066 METERS 16624     |
AH6093| AH5887 BLUE MTN RM 1                        17.254 METERS 18902     |
AH6093| SY1851 HURRICANE RM 2                      APPROX.20.5 KM 2810701.6 |
AH6093| AH5888 BLUE MTN RM 2                         9.047 METERS 33758     |
AH6093|---------------------------------------------------------------------|
AH6093
AH6093                          SUPERSEDED SURVEY CONTROL
AH6093
AH6093  NAD 83(1986)-  47 57 18.09638(N)    123 15 34.49990(W) AD(       ) 2
AH6093
AH6093.Superseded values are not recommended for survey control.
AH6093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
AH6093.See file dsdata.txt to determine how the superseded data were derived.
AH6093
AH6093_MARKER: DH = HORIZONTAL CONTROL DISK
AH6093_SETTING: 66 = SET IN ROCK OUTCROP
AH6093_STAMPING: BLUE MTN 1955 1981
AH6093_PROJECTION: FLUSH
AH6093_MAGNETIC: N = NO MAGNETIC MATERIAL
AH6093_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
AH6093+STABILITY: POSITION/ELEVATION WELL
AH6093_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
AH6093+SATELLITE: SATELLITE OBSERVATIONS - 1981
AH6093
AH6093  HISTORY     - Date     Condition        Recov. By
AH6093  HISTORY     - 1981     MONUMENTED       NGS
AH6093
AH6093                          STATION DESCRIPTION
AH6093
AH6093''DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (DAW)
AH6093''THE STATION IS LOCATED ABOUT 22.5 KM (14.00 MI) SOUTHEAST OF PORT
AH6093''ANGLES, 17.7 KM (11.00 MI) SOUTHWEST OF SEQUIM AND AT THE SUMMIT OF A
AH6093''PEAK LOCALLY KNOWN AS BLUE MOUNTAIN.  THE PROPERTY IS UNDER THE
AH6093''CONTROL OF THE NATIONAL PARK SERVICE. TO REACH FROM THE INTERSECTION
AH6093''OF EAST FIRST STREET AND PENN STREET IN PORT ANGLES, GO EAST ON US
AH6093''HIGHWAY 101 FOR 4.35 KM (2.70 MI) TO THE BRIDGE OVER MORSE CREEK.
AH6093''CONTINUE EAST ON US HIGHWAY 101 FOR 1.13 KM (0.70 MI) TO A CROSS ROAD
AH6093''AND A PARK AND RIDE LOT ON THE RIGHT.  TURN RIGHT AND GO SOUTH ON DEER
AH6093''PARK ROAD FOR 8.85 KM (5.50 MI) TO THE END OF THE SURFACED ROAD.
AH6093''CONTINUE AHEAD ON THE GRAVELED ROAD FOR 5.15 KM (3.20 MI) TO A GATE AT
AH6093''THE PARK ENTRANCE.  CONTINUE AHEAD ON THE GOOD GRAVELED ROAD FOR 12.23
AH6093''KM (7.60 MI) TO A SIDE ROAD RIGHT.  KEEP AHEAD ON THE MAIN TRAVELED
AH6093''ROAD UPHILL FOR 0.16 KM (0.10 MI) TO A CROSS ROAD AND A SIGN, BLUE MTN
AH6093''VIEW.  TURN LEFT ON THE VIEW ROAD AND CONTINUE UPHILL FOR 1.29 KM
AH6093''(0.80 MI) TO A BARRICADE ACROSS THE ROAD AND THE END OF TRUCK TRAVEL.
AH6093''WALK UPHILL ON THE OLD ROAD FOR ABOUT 5 MINUTES TO THE END OF THE
AH6093''TRAIL AND THE STATION AT THE SUMMIT. THE MARK IS SET IN THE TOP OF A
AH6093''MASS OF CONCRETE THAT HAS BEEN POURED INTO A DEPRESSION IN THE
AH6093''CRUMBLING BEDROCK.  IT IS 17.253 M (56.604 FT) NORTH OF REFERENCE MARK
AH6093''1, 5.130 M (16.831 FT) SOUTH-SOUTHEAST OF REFERENCE MARK 3, 24.38 M
AH6093''(79.99 FT) SOUTH OF THE HIGHEST POINT OF THE SUMMIT AND 3.1 M (10.2
AH6093''FT) WEST OF THE EDGE OF THE CLIFF.